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HomeMy WebLinkAbout2701-1STORM DRAIN CONSTRUCTION NOTES & QUANTITIES: CITY OF FONTANA ITEM DESCRIPTION O REMOVE EXISTING STAND PIPE & EXIST PIPE ON LOT 21. ABANDON PIPE IN STREET. STORM DRAIN PLANS FOR TRACT 15957-6 TRACT 15957 CITY OF FONTANA EASEMENT TC TOP OF CURB ELEVATION GENERAL NOTES PRIVATE ENGINEER'S NOTICE TO CONTRACTORS �00 18" RCP FOR THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE PLAN) STORM DRAIN IMPROVEMENT PLANS RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 24" RCP (D -LOAD PER CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS RIDGE LINE 4 CONSTRUCT AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY (D -LOAD PER PLAN) AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE O 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE PER PLAN) FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, CONSTRUCT CURB INLET CATCH SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK LATEST IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, a EDITION). EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY UNDERGROUND UTILITIES & STRUCTURES C LIMITS. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK. CALL (909) 350-7610 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR 7O CONSTRUCT MANHOLE STRUCTURES SHOWN IN THESE PLANS WAS OBTAINED BY A SEARCH OF PIPE 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANTS OR WATER AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO CONSTRUCT MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS, THE PIPE PER APWA STD WATER COMPANY FOR VALVE OPERATIONS AND WATER REQUIREMENTS. CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO CONSTRUCT JUNCTION STRUCTURE PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION PIPE TO PIPE 4. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OF AND ANY DAMAGE TO, THESE LINES OR STRUCTURES. STANDARD TRENCH REPAIR PER CITY STD. 131. OTHERWISE NOTED. 'CAUTI❑NI 5. ALL UNDERGROUND WORK SHALL BE COMPLETED, TESTED AND APPROVED THE ENGINEER PREPARING THESE PLANS WILL NOT BE PRIOR TO PAVING OF STREETS. RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL REQUESTED CHANGES TO THE PLANS MUST BE IN WRITING 6. THE LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION IN THE FIELD OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO AVOID DAMAGE THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 800-422-4133. 7. ALL MANHOLES, CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED SIX INCHES BELOW FINISHED GRADE AND SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. I 8. REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDARD I DETAIL NO. 129. I 9. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, AND FLOOD CONTROL. 10. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ;I ENGINEER. � W 11. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. m a /� Z W 12. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET HIGHLAND AVENUE �r° �o' LU IN DEPTH SHALL BE GUARDED BY A SHORING, SLOPING OF THE GROUND OR W 16 �"' Q OTHER APPROVED MEANS. TRENCHES LESS THAT FIVE (5) FEET SHALL ALSO BE 8 F s f GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. CITY OF ` o FONTANA 5 13. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR S. PAC FlC RAILROAD TRENCH WORK FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. E ASEUNE A OENUE BASELINE AVENUE SEE "STANDARD SPECIFICATIONS" SECTION 306-1.1.6. CITY OF RANCHO 14. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF CUCAMONGA THE CITY'S INSPECTOR. Sl TE �.■ 15. THE CONTRACTOR SHALL NOT CAUSE ANY MUD, SILT OR DEBRIS TO BE FOOTHILL AVENUE U DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY DURING CONSTRUCTION. COUNTY OF SAN BERNARDINO W ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED MEANS. 1ARRjW 16. THE SOILS ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION AT HI W INTERVALS REQUIRED BY THE INSPECTOR. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. CITY OF FONTANA 17. ALL MATERIALS AND METHODS ARE SUBJECT THE THE APPROVAL OF THE CITY ENGINEER. VICINITY MAP NTS 18. ADEQUATE CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONTROL STAKING DURING CONSTRUCTION. 19. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITHCES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES ENTERING OR LEAVING IMPROVEMENTS. UTILITY PURVEYORS: 20. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. ELECTRIC TELEPHONE 21. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY SOUTHERN CALIFORNIA EDISON CO. PACIFIC BELL APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY 300 N. PEPPER AVE. 4025 LA PALMA STREET CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. RIALTO, CA. 92376 ANAHEIM, CA. 92807 UNDERGROUND: (909) 357-6233 (714) 237-6146 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE TRANSMISSIONS: (909) 875-5100 ATTN: DELIA LERMA MEANS OF DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE PIPELINES: 657-1233 WATERING, DURING EXCAVATION AND GRADING. DISTRIBUTION: N: ( (909) 357-6233 SEWER 23. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE GAS CITY A PLANS OR NOT. SOUTHERN SI CALIFORNIA GAS CO. 8353 SIERRARRA AVE.A 24. RIM ELEVATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND ARE NOT 1981 NDS, A AVE. (909)FONT5 6 92335 D5, CA 92374 (909) 32 TO BE USED FOR SETTING MANHOLE RINGS. (909) 335-7744 (909) ATTN: CARLOS NAVARRO CARLO 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL AGENCIES EMERGENCIES: (800) 427-2200 CONCERNED WITH THE RELOCATION OF FACILITIES LOCATED WITHIN THE AREA CABLE CO. TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION PRIOR TO COMMENCING CONSTRUCTION. WATER COMCAST CABLE AVE. 26. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN IO, CA.ONT CUCAMONGA COUNTY WATER DISTRICT ONTARIO, ONTARIO, CA. 91761 BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL 9641 SAN BERNARDINO ROAD (909) 390-473388 TIMES. RANCHO CUCAMONGA, CA. 91730 (909) 483-7440 STORM DRAIN CONSTRUCTION NOTES & QUANTITIES: CITY OF FONTANA ITEM DESCRIPTION O REMOVE EXISTING STAND PIPE & EXIST PIPE ON LOT 21. ABANDON PIPE IN STREET. STORM DRAIN PLANS FOR TRACT 15957-6 TRACT 15957 NDEX MAP SCALE: 1"=125' Q RECORD DRAWING The information on this drawing is obtained from others an'T must he verified in the field by anyone prior to use c rrinstruction. HALL & FOREMAN, INC. Is not responsible for -derground facility locations or depictions. All above ground -eilities can be readily seen and verified by the partes thy: --,i to I,cn camp. 27. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS BASIS OF BEARINGS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS THE BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. OF PARCEL 1 BEING N89'48'30"W PER PARCEL MAP NO 11549 FILED Underground Service Alert eEFORE YO P,y o °o Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG IN BOOK 159 PAGES 64 THROUGH 66, INCLUSIVE OF PARCEL MAPS, RECORDS OF SAN BERNARDINO COUNTY. ESMT EASEMENT TC TOP OF CURB ELEVATION FS FINISHED SURFACE ELEVATION 2 �00 18" RCP (D -LOAD PER PLAN) O CONSTRUCT 24" RCP (D -LOAD PER PLAN) RIDGE LINE 4 CONSTRUCT 30" RCP NDEX MAP SCALE: 1"=125' Q RECORD DRAWING The information on this drawing is obtained from others an'T must he verified in the field by anyone prior to use c rrinstruction. HALL & FOREMAN, INC. Is not responsible for -derground facility locations or depictions. All above ground -eilities can be readily seen and verified by the partes thy: --,i to I,cn camp. 27. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS BASIS OF BEARINGS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS THE BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. OF PARCEL 1 BEING N89'48'30"W PER PARCEL MAP NO 11549 FILED Underground Service Alert eEFORE YO P,y o °o Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG IN BOOK 159 PAGES 64 THROUGH 66, INCLUSIVE OF PARCEL MAPS, RECORDS OF SAN BERNARDINO COUNTY. �k SEE DETAIL ON SHEET NO.3 SEE DETAIL ON SHEET NO.4 SHEET 2 LEAVE OUT ONE BLOCK AT THE LOWPOINT OF WALL BOTTOM FOR EMERGENCY OVERFLOW ----� LANDSCAPE TURF SIDEWALK R SIDEWALK CURB & GUTTER (W. LIBERTY PKWY.) CURB & GUTTER C(GETTYSBURG ST.) I I ,pFESS1041q g9Leo �F2 NO m OVERFLOW DETAIL NTS (BETWEEN LOTS 21 & 22) E* 12-31- i} 3' MAX. SIZE NAIIVE SOIL, COMPACTED 95% 6" MIN. 10" MAX. 6" MAX. SIZE NATIVE SOIL, COMPACTED 90% e .A Addr Record Detiw:ADAA' R8 9-01 1 7- r/ ye as/' ���G� jk f) L /po�lF� ■■■r Hall & Fbreman, BENCH MARK No. 372 O D L q11 Inc.jil TOP REINFORCING ROD IN FLOOD ~ ` �'mor A Civil Engineering Planning Surveying Public Works CONTROL RETAINING WALL SW COR. i z 9 9 9 Y 9 BANANA &FOOTHILL.No. 24573 545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 - (909) 982-7777 # 67-5. * Exp. 12/31/01 ELEVATION 1214.17 J� CIV,` \Q* PREPARED UNDER THE SUPERVISION OF: ENGR S. CITY �OF CA1\F�it{iJ/�1�J)p F� ;J 4-2-7-94 REVISIONS APPROVAL DATE APPROVAL DATE RICHARD L. BOWMAN R.C.E. 24573 DATE: PROPOSED RCP --L STORM DRAIN 6" MIN. 10" MAX. TYPICAL BEDDING FOR RCP STORM DRAIN NTS TRACT 15957 15957-6 QUANTITY QUANTITY 1 _ 18 46 259 1-! 1 1 1 1 1 1 1 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% UNIT EA. LF LF LF LF LF LF LF EA. EA. EA. EA. LEGEND: ESMT EASEMENT TC TOP OF CURB ELEVATION FS FINISHED SURFACE ELEVATION 2 CONSTRUCT 18" RCP (D -LOAD PER PLAN) O CONSTRUCT 24" RCP (D -LOAD PER PLAN) RIDGE LINE 4 CONSTRUCT 30" RCP (D -LOAD PER PLAN) O CONSTRUCT 36" RCP (D -LOAD PER PLAN) INVERT © CONSTRUCT CURB INLET CATCH BASIN PER CITY OF FONTANA STD 121 a W=19' b W=21' C W=28' 7O CONSTRUCT MANHOLE PIPE TO PIPE PER APWA STD #320-1. ® CONSTRUCT MANHOLE PIPE TO PIPE PER APWA STD #321-1.* 0 CONSTRUCT JUNCTION STRUCTURE - PIPE TO PIPE PER APWA STD #331-2.** n10 CONSTRUCT STANDARD TRENCH REPAIR PER CITY STD. 131. �k SEE DETAIL ON SHEET NO.3 SEE DETAIL ON SHEET NO.4 SHEET 2 LEAVE OUT ONE BLOCK AT THE LOWPOINT OF WALL BOTTOM FOR EMERGENCY OVERFLOW ----� LANDSCAPE TURF SIDEWALK R SIDEWALK CURB & GUTTER (W. LIBERTY PKWY.) CURB & GUTTER C(GETTYSBURG ST.) I I ,pFESS1041q g9Leo �F2 NO m OVERFLOW DETAIL NTS (BETWEEN LOTS 21 & 22) E* 12-31- i} 3' MAX. SIZE NAIIVE SOIL, COMPACTED 95% 6" MIN. 10" MAX. 6" MAX. SIZE NATIVE SOIL, COMPACTED 90% e .A Addr Record Detiw:ADAA' R8 9-01 1 7- r/ ye as/' ���G� jk f) L /po�lF� ■■■r Hall & Fbreman, BENCH MARK No. 372 O D L q11 Inc.jil TOP REINFORCING ROD IN FLOOD ~ ` �'mor A Civil Engineering Planning Surveying Public Works CONTROL RETAINING WALL SW COR. i z 9 9 9 Y 9 BANANA &FOOTHILL.No. 24573 545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 - (909) 982-7777 # 67-5. * Exp. 12/31/01 ELEVATION 1214.17 J� CIV,` \Q* PREPARED UNDER THE SUPERVISION OF: ENGR S. CITY �OF CA1\F�it{iJ/�1�J)p F� ;J 4-2-7-94 REVISIONS APPROVAL DATE APPROVAL DATE RICHARD L. BOWMAN R.C.E. 24573 DATE: PROPOSED RCP --L STORM DRAIN 6" MIN. 10" MAX. TYPICAL BEDDING FOR RCP STORM DRAIN NTS TRACT 15957 15957-6 QUANTITY QUANTITY 1 _ 18 46 259 1-! 1 1 1 1 1 1 1 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% UNIT EA. LF LF LF LF LF LF LF EA. EA. EA. EA. LEGEND: ESMT EASEMENT TC TOP OF CURB ELEVATION FS FINISHED SURFACE ELEVATION FL FLOW LINE ELEVATION FG FINISHED GROUND ELEVATION - - DAYLIGHT LINE TRACT BOUNDARY / PROPERTY LINE 1% TRANSITION JUNCTION STRUCTURE DIRECTION OF FLOW AND GRADE RATE ---a---- RIDGE LINE A NTS MH JS TS LAT SD S W BC EC GB CB INV PRC LD NOTICE TO CONTRACTOR: INDICATES PROPOSED SLOPE INDICATES RETAINING WALL PROPOSED FINISHED GRADE CONTOUR EXISTING CONTOUR NOT TO SCALE PHASE LINE MANHOLE JUNCTION STRUCTURE TRANSITION JUNCTION STRUCTURE LATERAL STORM DRAIN SEWER WATER BEGINNING OF CURVE END OF CURVE GRADE BREAK CATCH BASIN INVERT POINT OF REVERSE CURVE LOCAL DEPRESSION UTILITIES SHOWN HEREON AS "PROPOSED" MAY IN FACT BE EXISTING AT THE TIME OF THIS CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE IF ANY "FUTURE OR PROPOSED" UTILITY HAS BEEN CONSTRUCTED. CITY OF FONTANA, CALIFORNIA )RAWN BY STORM DRAIN PLANS SCALE: E.O. /HYO/J W )ESIGNED BY TITLE SHEET ERRT:: - AS NOTED V E.O. & EMR FOR VE :HECKED BY DATE: A.G. & R.B. TR T NO. 159579-6 10/23/98 JOB NO.�� 4 Z� 9Y DR. NO. SHT. NO. 5195 �r� 0 CITY ENGINEER R.C.E. 25126 2701 1 OF 4